Gorkhaland Territorial Administration Tender

Cement concrete with graded stone ballast(40 mm size) excluding shuttering ) 1:3:6 propotion

Ordinary cement concrete (mis 1:1:5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any in ground floor as per relevent IS codes.

Reinforcement for reinforced concrete in all sorts of structures including distribution bars, stirups, binders etc. Initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and binding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved staut proops and thick hard wood planks of approved thickness with required bracing for concrete slabs,beams,column,lintels curved or traight including fitting,fixing and striking out after completion of work(upto roof of ground floor)(f) 25 to 30mm shuttering without staging in foundation etc.)

125 mm thick brick work with first class bricks in cement mortar (1:4) in ground floor

Plaster to (wall floor ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints including throating, nosing and drip course scaffolding /staging, where necessary (Ground floor). Excluding cost of chipping over concrete surface.

M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m

Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)

Galvanised iron sheet eaves gutter fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) 300 mm lapping each way With 225 mm Wide

Priming one coat to timber or plastered surface with ready mixed primer

Painting (any shade as directed) with ready mixed oil bound paint or super gloss

Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and M S Clamp.

Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor.

Supply of Furniture

Labour cess 1%